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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.5 LAccepted-AOC | ₹14.5 L | L1 | Accepted-AOC L1 |
| 2 | L2₹15.8 LRejected-AOC | ₹15.8 L | L2 | Rejected-AOC L2 |
| 3 | L3₹15.9 LRejected-AOC | ₹15.9 L | L3 | Rejected-AOC L3 |
| 4 | L4₹15.9 LRejected-AOC POTTAKKAL PADAM HOUSE METTUPALAYAM THATTAMANGALAM | METTUPALAYAM | KERALA | ₹15.9 L | L4 | Rejected-AOC L4 |
| 5 | L5₹16.4 LRejected-AOC | ₹16.4 L | L5 | Rejected-AOC L5 |
| Sl No | Description | Qty | Unit | M SIVADAS L6 | VINOD V L4 | UNNIKANNAN V L8 | HRUTHUL MP L1 | SASIKUMAR M V L5 | VAISHNAV VK L2 | V.P.JOJI L3 | GICON BUILDERS L9 | HYDRIX INFRASTRUCTURE PRIVATE LIMITED L7 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Working charges | ||||||||||||
| 1.00 | 100.1.1:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in all kinds of soil. | 1,067.5 | cum | 510.19 ₹5,44,627.83 | 500 ₹5,33,750 | 575 ₹6,13,812.5 | 220 ₹2,34,850 Lowest | 528.98 ₹5,64,686.15 | 509.32 ₹5,43,699.1 | 450 ₹4,80,375 | 678 ₹7,23,765 | 562.8 ₹6,00,789 |
| 1.00 | 100.59.1:Cutting the bituminous / concrete roads with cutting machine for a minimum depth of 200mm along the sides of proposed alignment of the pipe to be laid without causing any damage to other utilities, including the charges for hire and conveyance of tools and plant, cost of consumables and charges for lighting, watching, ribbon fencing, caution boards, traffic diversion, and as per the direction of departmental officers etc. complete, before carrying out the demolition of bituminous / concrete road by mechanical means and carrying out the excavation. | 21 | metre | 27.11 ₹569.31 | 10 ₹210 Lowest | 21 ₹441 | 20 ₹420 | 21.14 ₹443.94 | 20.36 ₹427.56 | 20 ₹420 | 220 ₹4,620 | 22.5 ₹472.5 |
| 1.00 | 15.43.2:Dismantling manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in-Charge:Bituminous road | 10 | sqm | 443.5 ₹4,435 | 150 ₹1,500 Lowest | 400 ₹4,000 | 300 ₹3,000 | 345.93 ₹3,459.3 | 333.07 ₹3,330.7 | 300 ₹3,000 | 220 ₹2,200 | 368.1 ₹3,681 |
| 1.00 | 100.8.1:Fencing one side of trenches, 1.50m height with two rows of 10cm plastic caution tape in vertical casuarina pole (girth 15cm to 24cm) fixed at 2m intervals. | 20 | metre | 32.23 ₹644.6 | 20 ₹400 Lowest | 28.23 ₹564.6 | 20 ₹400 Lowest | 25.13 ₹502.6 | 24.2 ₹484 | 25 ₹500 | 32 ₹640 | 26.7 ₹534 |
| 1.00 | 100.11.4:Conveying and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc., but excluding cost of pipes and fittings for Internal work, Exposed on Wall: 32mm diameter nominal bore. | 54 | metre | 272.61 ₹14,720.94 | 200 ₹10,800 | 232 ₹12,528 | 250 ₹13,500 | 212.63 ₹11,482.02 | 204.73 ₹11,055.42 | 150 ₹8,100 | 110 ₹5,940 Lowest | 226.2 ₹12,214.8 |
| 1.01 | 100.12.6:Conveying and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc., but excluding cost of pipes and fittings for External work: 50mm diameter nominal bore. | 648 | metre | 132.28 ₹85,717.44 Lowest | 150 ₹97,200 | 190 ₹1,23,120 | 190 ₹1,23,120 | 159.33 ₹1,03,245.84 | 153.41 ₹99,409.68 | 135 ₹87,480 | 160 ₹1,03,680 | 169.9 ₹1,10,095.2 |
| 1.01 | 100.9.5:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 50 mm nominal outside diameter pipes. | 75 | metre | 56.77 ₹4,257.75 | 35 ₹2,625 Lowest | 50 ₹3,750 | 55 ₹4,125 | 44.28 ₹3,321 | 42.63 ₹3,197.25 | 40 ₹3,000 | 75 ₹5,625 | 47.1 ₹3,532.5 |
| 1.01 | 100.9.6:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 63 mm nominal outside diameter pipes. | 1,940 | metre | 70.5 ₹1,36,770 Lowest | 85 ₹1,64,900 | 98 ₹1,90,120 | 99 ₹1,92,060 | 81.36 ₹1,57,838.4 | 78.34 ₹1,51,979.6 | 80 ₹1,55,200 | 75 ₹1,45,500 | 86.5 ₹1,67,810 |
| 1.01 | 100.9.8:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 90 mm nominal outside diameter pipes. | 120 | metre | 70.5 ₹8,460 Lowest | 95 ₹11,400 | 98 ₹11,760 | 100 ₹12,000 | 81.36 ₹9,763.2 | 78.34 ₹9,400.8 | 80 ₹9,600 | 90 ₹10,800 | 86.5 ₹10,380 |
Tender Value
₹21.0 L
EMD Value
₹50,000
Closing Date
25 May 2026, 3:00 pmClosed
Executive Engineer
EE,PHDIVISION PALAKKAD
DEPOSIT Nemmara Gramapanchayath - 2025- 26 Annual plan - Pipeline extension to various wards of Nemmara Gramapanchayath - Project No 23/26-Pipeline extension -Pipeline Work
2026_KWA_851221_1
04/2026-27/EE/PH/PKD
Open Tender
Civil Works - Water Works
Item Rate
Nemmara
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
16 Jul 2026
15 May 2026
26 May 2026
15 May 2026
25 May 2026
15 May 2026
15 May 2026 - 19 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Working charges | |||||
| 1.001 | 100.1.1:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in all kinds of soil. | - | cum | - | - |
| 1.002 | 100.59.1:Cutting the bituminous / concrete roads with cutting machine for a minimum depth of 200mm along the sides of proposed alignment of the pipe to be laid without causing any damage to other utilities, including the charges for hire and conveyance of tools and plant, cost of consumables and charges for lighting, watching, ribbon fencing, caution boards, traffic diversion, and as per the direction of departmental officers etc. complete, before carrying out the demolition of bituminous / concrete road by mechanical means and carrying out the excavation. | - | metre | - | - |
| 1.003 | 15.43.2:Dismantling manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in-Charge:Bituminous road | - | sqm | - | - |
| 1.004 | 100.8.1:Fencing one side of trenches, 1.50m height with two rows of 10cm plastic caution tape in vertical casuarina pole (girth 15cm to 24cm) fixed at 2m intervals. | - | metre | - | - |
| 1.005 | 100.11.4:Conveying and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc., but excluding cost of pipes and fittings for Internal work, Exposed on Wall: 32mm diameter nominal bore. | - | metre | - | - |
| 1.006 | 100.12.6:Conveying and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc., but excluding cost of pipes and fittings for External work: 50mm diameter nominal bore. | - | metre | - | - |
| 1.007 | 100.9.5:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 50 mm nominal outside diameter pipes. | - | metre | - | - |
| 1.008 | 100.9.6:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 63 mm nominal outside diameter pipes. | - | metre | - | - |
| 1.009 | 100.9.8:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 90 mm nominal outside diameter pipes. | - | metre | - | - |
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